Products and systems for the protection and repair of concrete structures - Definitions - Requirements - Quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works

This part of EN 1504 gives requirements for substrate condition before and during application including structural stability, storage, the preparation and application of products and systems for the protection and repair of concrete structures including quality control, maintenance, health and safety, and the environment.

Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Definitionen, Anforderungen, Qualitätsüberwachung und Beuteilung der Konformität - Teil 10: Anwendung von Produkten und Systemen auf der Baustelle, Qualitätsüberwachung der Ausführung

Diese Europäische Norm enthält Anforderungen an den Zustand des Substrats vor und während des Aufbringens einschließlich der Stabilität der Konstrutkion, die Lagerung, Vorbereitung und Aufbringung der Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken einschließlich Qualitätsüberwachung, Instandhaltung, Gesundheit, Sicherheit und Umweltschutz.

Produits et systemes pour la protection et la réparation de structures en béton - Définitions, prescriptions, maîtrise de la qualité et évaluation de la conformité - Partie 10: Application sur site des produits et systemes et contrôle de la qualité des travaux

La présente norme européenne définit les exigences relatives a l'état du support avant et pendant l'application, y compris la stabilité de la structure, le stockage, la préparation et l'application des produits et systemes de protection et de réparation des structures en béton, ainsi que le contrôle de la qualité, la maintenance, la santé et la sécurité, et l'environnement.

Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij – Definicije – Zahteve - Kontrola kakovosti in ovrednotenje skladnosti – 10. del: Uporaba proizvodov in sistemov na terenu in kontrola kakovosti del

General Information

Status
Withdrawn
Publication Date
31-Mar-2004
Withdrawal Date
21-Nov-2017
Current Stage
9900 - Withdrawal (Adopted Project)
Start Date
22-Nov-2017
Due Date
15-Dec-2017
Completion Date
22-Nov-2017

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Definitionen, Anforderungen, Qualitätsüberwachung und Beuteilung der Konformität - Teil 10: Anwendung von Produkten und Systemen auf der Baustelle, Qualitätsüberwachung der AusführungProduits et systemes pour la protection et la réparation de structures en béton - Définitions, prescriptions, maîtrise de la qualité et évaluation de la conformité - Partie 10: Application sur site des produits et systemes et contrôle de la qualité des travauxProducts and systems for the protection and repair of concrete structures - Definitions - Requirements - Quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works91.080.40Betonske konstrukcijeConcrete structures01.040.91Gradbeni materiali in gradnja (Slovarji)Construction materials and building (Vocabularies)ICS:Ta slovenski standard je istoveten z:EN 1504-10:2003SIST EN 1504-10:2004en01-april-2004SIST EN 1504-10:2004SLOVENSKI
STANDARD



SIST EN 1504-10:2004



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1504-10December 2003ICS 91.080.40; 01.040.91English versionProducts and systems for the protection and repair of concretestructures - Definitions - Requirements - Quality control andevaluation of conformity - Part 10: Site application of productsand systems and quality control of the worksProduits et systèmes pour la protection et la réparation destructures en béton - Définitions, prescriptions, maîtrise dela qualité et évaluation de la conformité - Partie 10:Application sur site des produits et systèmes et contrôle dela qualité des travauxProdukte und Systeme für den Schutz und dieInstandsetzung von Betontragwerken - Definitionen,Anforderungen, Qualitätsüberwachung und Beuteilung derKonformität - Teil 10: Anwendung von Produkten undSystemen auf der Baustelle, Qualitätsüberwachung derAusführungThis European Standard was approved by CEN on 28 February 2003.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and UnitedKingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2003 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1504-10:2003: ESIST EN 1504-10:2004



EN 1504-10:2003 (E)2ContentsPage1Scope.62Normative references.63Terms and definitions.94Structural stability during preparation, protection and repair.125General requirements.126Methods of protection and repair.127Preparation of substrate.217.1General.217.2Preparation of concrete.237.2.1General.237.2.2Cleaning.237.2.3Roughening.237.2.4Concrete removal.237.3Preparation of reinforcement.247.3.1General.247.3.2Cleaning.248Application of products and systems.248.1General.248.2Defects in concrete and structural strengthening.288.2.1Bonding.288.2.2Hand applied mortar and concrete.288.2.3Sprayed mortar or concrete.288.2.4Cast mortar or concrete.288.2.5Curing.298.2.6Cracks and joints.298.2.7Surface coatings and other treatments.298.2.8Anchoring.308.2.9Plate bonding.308.3Defects caused by reinforcement corrosion.308.3.1Coating reinforcement.308.3.2Removal.308.3.3Replacement.319Quality control.319.1General.319.2Quality control tests and observations.3110Maintenance.4211Health, safety and the environment.42Annex A (informative).43Foreword.43A.2Informative references.43A.3Definitions.43A.4Structural stability during preparation, protection and repair.44A.5General requirements.44A.6Methods of protection and repair.44A.7Preparation of substrate.46A.7.2.1General.46A.7.2.2Cleaning.47A.7.2.3Roughening.47A.7.2.4Concrete removal.47SIST EN 1504-10:2004



EN 1504-10:2003 (E)3A.7.3.1General.49A.7.3.2Cleaning.49A.8Application of products and systems.49A.8.1General.49A.8.2.1Bonding.49A.8.2.2Hand applied mortar or concrete.50A.8.2.3Sprayed concrete and mortar.50A.8.2.4Cast mortar or concrete.50A.8.2.5Curing.50A.8.2.6Cracks and joints.51A.8.2.7Surface coatings and other treatments.51A.8.2.9Plate bonding.52A.8.3.1Coating reinforcement.52A.8.3.2 and A.8.3.3 Removal and replacement.52A.9Quality control.52A.9.1General.52A.9.2Quality control tests and observations.53A.11Health, safety and the environment.61SIST EN 1504-10:2004



EN 1504-10:2003 (E)4ForewordThis document (EN 1504-10:2003) has been prepared by Technical Committee CEN/TC 104 “Concrete and relatedproducts”, the secretariat of which is held by DIN.This European Standard shall be given the status of a national standard, either by publication of an identical text orby endorsement, at the latest by June 2004, and conflicting national standards shall be withdrawn at the latest byJune 2004.This document is part of the series of European standards EN 1504 "Products and systems for the protection andrepair of concrete structures". The other parts of the standard are given in clause 2 – Normative references.This European Standard shall be given the status of National Standard, either by the publication of an identical textor by endorsement.This European standard specifies requirements for the execution of protection and repair of concrete structures.It has been prepared by CEN/TC 104, Subcommittee 8 "Products and systems for the protection and repair ofconcrete structures", the secretariat of which is held by AFNOR.Annex A is informative.According to the CEN/CENELEC Internal Regulations, the national standards organizations of the followingcountries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal,Slovakia, Spain, Sweden, Switzerland and the United Kingdom.SIST EN 1504-10:2004



EN 1504-10:2003 (E)5IntroductionThis standard is part of the EN 1504 series of European standards which define and specify products and systemsfor the protection and repair of concrete structures. This Standard defines and specifies site application of theseproducts and systems and quality control of the works.The execution of this work is an important and integral part of the complex process of protection and repair, andthis Standard specifies how it shall be carried out. The Specifications in this Standard are part of the definition ofthe intended use for the relevant products and systems. The execution shall be in accordance with this series ofstandards, ENV 13670-1, EN 1990, ENV 1992-2-4, EN 206-1 and any other relevant EN and European TechnicalApproval.The specification for products and systems for protection and repair of concrete structures are given in Parts 2 - 7of this standard. They can only be satisfied if the rules given in part 9 of this standard and this part of the standardare followed.This standard contains an Annex A which provides guidance and background information to the normative text.The contents of the Annex A are numbered in the same way as the normative text to facilitate reference, butprefixed with "A".SIST EN 1504-10:2004



EN 1504-10:2003 (E)61 ScopeThis part of EN 1504 gives requirements for substrate condition before and during application including structuralstability, storage, the preparation and application of products and systems for the protection and repair of concretestructures including quality control, maintenance, health and safety, and the environment.2 Normative referencesThis part of this European standard incorporates by dated or undated reference, provisions from other publications.These normative references are cited at the appropriate places in the text and the publications are listed hereafter.For dated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision. For undated references the latest edition of thepublication referred to applies.EN 206-1, Concrete – Part 1: Specification, performance, production and conformity.EN 1008, Mixing water for concrete – Specification for sampling, testing and assessing the suitability of water,including water recovered from processes in the concrete industry, as mixing water for concrete.EN 1504-1, Products and systems for the protection and repair of concrete structures - Definitions, requirements,quality control and evaluation of conformity - Part 1: Definitions.prEN 1504-2:2000-03, Products and systems for the protection and repair of concrete structures - Definitions,requirements, quality control and evaluation of conformity - Part 2: Surface protection systems.prEN 1504-3:2001-03, Products and systems for the protection and repair of concrete structures - Definitions,requirements, quality control and evaluation of conformity - Part 3: Structural and non structural repair.prEN 1504-4:2000-04, Products and systems for the protection and repair of concrete structures - Definitions,requirements, quality control and evaluation of conformity - Part 4: Structural bonding.prEN 1504-5:2002-01, Products and systems for the protection and repair of concrete structures - Definitions,requirements, quality control and evaluation of conformity - Part 5: Concrete injection.prEN 1504-6:2001-12, Products and systems for the protection and repair of concrete structures - Part 6: Groutingto anchor reinforcement or to fill external voids.prEN 1504-71) , Products and systems for the protection and repair of concrete structures - Definitions,requirements, quality control, evaluation of conformity - Part 7: Reinforcement corrosion prevention.prEN 1504-8:2000-10, Products and systems for the protection and repair of concrete structures - Definitions,requirements, quality control and evaluation of conformity - Part 8: Quality control and evaluation of conformity.ENV 1504-9, Products and systems for the protection and repair of concrete structures - Definitions, requirements,quality control and evaluation of conformity - Part 9: General principles for the use of products and systems.EN 1542, Products and systems for the protection and repair of concrete structures - Test methods - Measurementof bond strength by pull-off.EN 1766, Products and Systems for the protection and repair of concrete structures – Test methods - Referenceconcretes for testing.prEN 1881:2003-06, Products and systems for the protection and repair of concrete structures - Test methods -Pull-out test of rebar from concrete.
1)currently under preparationSIST EN 1504-10:2004



EN 1504-10:2003 (E)7EN 1990:2002, Eurocode - Basis of structural design.ENV 1992-2:1996, Eurocode 2: Design of concrete structures – Part 2: Concrete bridge.ENV 1992-3:1998, Eurocode 2: Design of concrete structures – Part 3: Concrete foundations.ENV 1992-4:2000, Eurocode 2: Design of concrete structures – Part 4: Liquid retaining and containment structures.prEN 10080–1:1999-07, Steel for reinforcement of concrete - Weldable reinforcing steel - Part 1: Generalrequirements.EN 12190, Products and systems for the protection and repair of concrete structures – Test Methods -Determination of compressive strength of repair mortar.EN 12350-1, Testing fresh concrete - Part 1: Sampling.EN 12350-2, Testing fresh concrete - Part 2: Slump test.EN 12350-3, Testing fresh concrete - Part 3: Vebe test.EN 12350-4, Testing fresh concrete - Part 4: Degree of compactability.EN 12350-5, Testing fresh concrete - Part 5: Flow Table test.EN 12350-6, Testing fresh concrete - Part 6: Density.EN 12350-7, Testing fresh concrete - Part 7: Air Content - Pressure methods.EN 12390-1, Testing hardened concrete - Part 1: Shape, dimension and other requirements for specimens andmoulds.EN 12390-2, Testing hardened concrete – Part 2: Making and curing specimens for strength tests.EN 12390-3, Testing hardened concrete - Part 3: Compressive strength of test specimens.EN 12390-7, Testing hardened concrete - Part 7: Density of hardened concrete.EN 12390-8, Testing hardened concrete - Part 8: Depth of penetration of water under pressure.EN 12504-1, Testing concrete in structures – Part 1: Cored specimens - Taking, examining and testing incompression.EN 12504-2, Testing concrete in structures – Part 2: Non destructive testing - determination of rebound number.prEN 12504-4:1998-07, Testing concrete in structures – Part 4: Determination of ultrasonic pulse velocity.EN 12696, Cathodic protection of steel in concrete.EN 13395-1, Products and systems for the protection and repair of concrete structures - Test methods -Determination of workability - Part 1: Test for flow thixotropic mortars.EN 13395-2, Products and systems for the protection and repair of concrete structures - Test methods -Determination of workability - Part 2: Test for flow of grout or mortar.EN 13395-3, Products and systems for the protection and repair of concrete structures - Test methods -Determination of workability - Part 3: Test for flow of repair concrete.EN 13395-4, Products and systems for the protection and repair of concrete structures - Test methods -Determination of workability - Part 4: Application of repair mortar overhead.ENV 13670-1, Execution of concrete structures - Part 1: Common.SIST EN 1504-10:2004



EN 1504-10:2003 (E)8PrCEN/TS 14038-1:2000-09, Electrochemical re-alkalisation of re-inforced concrete – Part 1: Re-alkalisation.prEN 14038-21), Electrochemical re-alkalisation and chloride extraction treatments for reinforced concrete – Part 2:Chloride extraction.prEN 14487-1:2002-06, Sprayed concrete – Part 1: Definitions, specifications and conformity.prEN 14487-2:2003, Sprayed concrete – Part 2: Execution of structures.prEN 14629:2003-03, Products and systems for the protection and repair of concrete structures – Test methods -Determination of chloride content in hardened concrete.prEN 14630:2003-03, Products and systems for the protection and repair of concrete structures – Test methods -Determination of carbonation depth in hardened concrete by the phenolphthalein method.EN 24624, Paint and varnishes – Pull-off test (ISO 6424:1978).EN ISO 2409-6, Method for tests for paints - Part 6: Cross Cut Test.EN ISO 2808, Paint and varnishes – Determination of film thickness (ISO 2808:1997).EN ISO 3274, Geometrical Product Specifications (GPS) - Surface texture: Profile method - Nominal characteristicsof contact (stylus) instruments (ISO 3274:1996).EN ISO 4288:1997, Geometrical Product Specifications (GPS) – Surface texture: Profile Method – Rules andprocedures of the assessment of surface texture (ISO 4288:1996).EN ISO 4628-1:2003, Paints and varnishes - Evaluation of degradation of coatings - Designation of quantity andsize of defects, and of intensity of uniform changes in appearance - Part 1: General introduction and designationsystem (ISO 4628-1:2003)EN ISO 4628-2:2003, Paints and varnishes - Evaluation of degradation of coatings - Designation of quantity andsize of defects, and of intensity of uniform changes in appearance - Part 2: Assessment of degree of blistering (ISO4628-2:2003).EN ISO 4628-3:2003, Paints and varnishes - Evaluation of degradation of coatings - Designation of quantity andsize of defects, and of intensity of uniform changes in appearance - Part 3: Assessment of degree of rusting (ISO4628-3:2003).EN ISO 4628-4:2003, Paints and varnishes - Evaluation of degradation of coatings - Designation of quantity andsize of defects, and of intensity of uniform changes in appearance - Part 4: Assessment of degree of cracking (ISO4628-4:2003).prEN ISO 4628-5:2003-04, Paints and varnishes – methods of tests for paints, designation of intensity, quantity andsize of common types of defects – Part 5: Designation of degree of flaking.EN ISO 4628-6,
Paints and varnishes - Evaluation of degradation of paint coatings - Designation of intensity,quantity and size of common types of defect - Part 6: Rating of degree of chalking by tape method (ISO 4628-6:1990).EN ISO 8501–1, Preparation of steel substrates before application of paints or related products - Visualassessment of surface cleanliness - Part 1: Rust grades and preparation grades of uncoated steel substrate and ofsteel substrate after overall removal of previous coatings (ISO 8501-1:1988).EN ISO 8501-1, Supplement to Part 1, Preparation of steel substrates before application of paints or relatedproducts - Visual assessment of surface cleanliness – Informative Supplement to Part 1: Representativephotographic examples of the change of appearance imparted to steel when blast-cleaned with different abrasives(ISO 8501-1:1988/Suppl:1994).ENV ISO 8502-1, Preparation of steel substrates before application of paints or related products – Tests for theassessment of surface cleanliness – Part 1: Field test for soluble iron corrosion products (ISO/TR 8502-1:1991).SIST EN 1504-10:2004



EN 1504-10:2003 (E)9EN ISO 8502-2, Preparation of steel substrates before application of paints or related products – Tests for theassessment of surface cleanliness – Part 2: Laboratory determination of chloride on cleaned surfaces(ISO 8502-2:1992).EN ISO 8502-3, Preparation of steel substrates before application of paints or related products – Tests for theassessment of surface cleanliness – Part 3: Assessment of dust on steel surfaces prepared for painting(pressure-sensitive tape method) (ISO 8502-3:1992).EN ISO 8502-4, Preparation of steel substrates before application of paints or related products - Tests for theassessment of surface cleanliness – Part 4: Guidance on the estimation of the probability of condensation prior topaint application (ISO 8502-4:1993).ISO 4677-1, Atmospheres for conditioning and testing - Determination of relative humidity - Part 1: Aspiratedpsychrometer method.ISO 4677-2, Atmospheres for conditioning and testing - Determination of relative humidity - Part 2: Whirledpsychrometer method.ISO 7031, Concrete hardened - Determination of permeability.ISO 8047, Concrete hardened - Determination of ultrasonic pulse velocity testing.3 Terms and definitionsFor the purposes of this European Standard, the following terms and definitions apply in addition to those given inparts 1 and 9 of this standard some of which are included to assist users of this standard.3.1appropriate personthe freeholder and if different the person in legal occupation3.2bondthe adhesion of the applied product or system to the substrate3.3cement groutmixture of cement, water and in some cases admixtures3.4cementitious repair products and systemshydraulic or polymer hydraulic mortars, concretes and grouts3.5coatingtreatment to produce a continuous layer on the surface of concrete. The thickness is typically 0.1 mm to 5.0 mm.Particular applications may require a thickness greater than 5.0 mm3.6dew pointtemperature at which water vapour condenses3.7hydrophobic impregnationtreatment of concrete to produce a water repellent surface. The pores and capillaries are not filled, but only lined.The visual appearance remains nearly unaffectedSIST EN 1504-10:2004



EN 1504-10:2003 (E)103.8hydraulic mortars and hydraulic concrete (CC)mortars or concrete based on a hydraulic binder which is blended together with graded aggregates and mayinclude admixtures and additions which, when mixed with mortar, set by hydrated reaction3.9impregnationthe treatment of concrete to reduce surface porosity and to strengthen the surface. The pores and capillaries arepartly or totally filled. Usually the treatment results in a discontinuous thin film of 10 mm to 100 mm thickness on theconcrete surface3.10mortars or concretehydraulic, polymer hydraulic and polymer mortar and concrete3.11polymer hydraulic cement mortars and concrete (PCC)hydraulic mortars or concrete modified by the addition of a polymer3.12polymer mortars and polymer concretes (PC)blended mixture of polymer binder and graded aggregate which set by polymerisation reaction3.13preformed holehole or slot formed or cut in concrete into which reinforcement or other fixing is to be anchored3.14quality plana programme to ensure that the activities of a process are undertaken to the intended design3.15removalremoving of contaminated, damaged and or sound parts of the substrate3.16roughnessthe degree of irregularity of a surface3.17rougheningremoval of the substrate by removing matter of the substrate to a maximum of 15 mm3.18smoothing coata coating applied to a surface to
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